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The study on the effects of different forms of steel on seismic performance of steel reinforced high-strength concrete L-shape short pier shear wall Yisheng Su1,2, a, Jinyun Quan 1,2, b, Wen Zhang1,2, c and Yibin Yang1,2, d 1 College of Civil Engineering and Architecture, Guangxi University, Nanning, Guangxi, 530004, China 2Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi University, Nanning, Guangxi, 530004, China asuyisheng@sina.com, bwenqin1900@163.com, c 176406126@qq.com, d386818319@qq.com Keyword: steel forms, steel reinforced high-strength concrete, short-pier shear walls, numerical simulation.
In Chinese [7] Pinle Zhang, Qingning Li, Xiaolei Li: Journal of Earthquake Engineering and Engineering Vibration, Vol. 30-4(2010).

Architecture Design Curriculum Reform Practice Triggered by the British Architectural Education and Certification System Liya Fan 1, a, Xueqiang Wang 2,b Institute of Civil Engineering and Architecture, Nanchang University, Nan Chang, China, 330020 21858383@qq.com Keywords: architectural education, certification system, CRIT, practice Abstract.
School encouraged by contacting and building related issues (such as planning, management, engineering, landscape design, and digital technology) to achieve the diversity of the course, at the same time, emphasis on research and development of specialized professional and improve the advanced level.
Part B designed for professional practice, project categories according to the original teaching plan, land use based on the practical engineering students city location.

Experimental Investigation on Mode II Fracture Toughness KIIC of Concrete and Fracture Behavior Shilang Xu1,a, Hongbo Gao1,b and Xiufnag Zhang1,c 1 Department of Civil Engineering, Dalian University of Technology, Dalian 116024, China a slxu@dlut.edu.cn, bgaohongbo_dl@yahoo.com.cn, cermao@ust.hk Keywords: double-edge notched geometry, mode II fracture toughness, concrete, shear fracture Abstract.
Introduction In practical engineering structures, the shear or flexure-shear failure of concrete and reinforced concrete components frequently occurs.
Engineering Fracture Mechanics.

Key Engineering Materials. 527 (2013) 77-82
Kalbarczyk, A new scuffing shock test method for the determination of the resistance to scuffing of coated gears, Archives of Civil and Mechanical Engineering (ACME). 12 (2012) 436-445
Szczerek, J Wulczynski, A method for the assessment of the rolling contact fatigue of modern engineering materials in lubricated contact.

Research on The Cement Matrix of Super Toughness Fiber Concrete Xiaoping Zhang 1 Changzheng Sun 2, a Qian Chen 1 1School of Civil Engineering, Shenyang Jianzhu University, Shenyang110168, China; 2Building Design and Research Institute, Shenyang Jianzhu University, Shenyang110015, China; azhangping45220@163.com Keywords: Super toughness; Sand-cement ratio; Fiber; Cement matrix Abstract : To research the mixing proportion of super toughness fiber concrete pavement materials, different cement sand ratio, and different fiber content super toughness of fiber reinforced concrete material were studied.
Chlorides which on steel had some corrosion and was restricted in engineering, had not been studied in this experiment.
In addition, the drum mixing experiment showed that, when the sand-cement ratio was 1.0, lab mixing effect and engineering field mixing effect is basically the same.

The Seismic Damage Investigation and Phenomenon Analysis of Space Grid Structures in Lushan Ms 7.0 Earthquake XING Juehui1, a, LU Ming1, b, LI Haiwang2, a, ZHAO Yamin4, a, YU Yan5, a 1Institute of Crustal Dynamics, China Earthquake Bureau, Beijing 100085, China 2The Architecture and Civil Engineering Department of Taiyuan University of Technology, Taiyuan 030024, China axingjuehui@163.com, bluming6@yeah.net Keywords: space grid structure; broken, buckling and fracture; bar, bolt and bearing; seismic damage; Lushan earthquake Abstract.
Earthquake Resistant Engineering, 1992, 6:41-45.
Engineering Structure, 2009, 29(4): 112-113.

Long Age Mechanical Properties and Application of Self-Compacting Concrete Fu Chuanqing1a, Jin Xianyu1b, Jin Nanguo1c, Zhao Yibing2d and Ge Fan3e 1College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, P.R.
Table 3 Main results of ultrasonic test (m/s) Test item Test column Reference column Up-column Mid-column Down-column Mid-column Down-column Opposite test /standard deviation 4192.0 /46.9 4155.6 /70.7 4536.7 /410.1 4216.0 /54.0 4388.4 /145.2 Ramp test / standard deviation 4225.7 /45.2 4209.4 /65.7 4253.6 /67.1 4183.8 /52.9 4297.6 /82.6 Conclusions In the background of engineering requirements, the mechanical properties of SCC and vibrating concrete with the age of 560 d were studied, the conclusions are as follows: (1) The prepared SCC in this study has good workability and can satisfy the reinforced concrete structure construction.
[3] Liu Xiaojie and Shang Zhiwu, Research and application of self-compacting concrete, Journal of Railway Science and Engineering, 3(2), 2006, pp. 6-10

Cross Modal Strain Energy Method for Damage Detection Using Limited Modal Data Shu-Qing Wang a, Min Zhangb and Fu-Shun Liuc College of Engineering, Ocean University of China, Qingdao, 266100, China ashuqing@ouc.edu.cn, bviolet@ouc.edu.cn, cpercyliu@ouc.edu.cn Keywords: Damage detection, modal frequency, mode shapes, modal strain energy.
Introduction Subjected continuously to dynamic loading, many civil structures–such as bridges, high rise buildings, and offshore platforms – accumulate damages during their service life.
Journal of Engineering Mechanics, ASCE, 132 (2006) , 429-437
OMAE2007-29381, In: Proceedings of the 26th International Conference on Offshore Mechanics and Arctic Engineering, San Diego, California, USA, 2007

Influences of Initial Curing Conditions on the Microstructure of Fly Ash Cement System Guo Li1, a, Enli Lu2,b, Peng Wang3,c, Ou Geng4,d and Yongsheng Ji5,e 1,2,3,4,5 State key laboratory for geomechanics and deep underground engineering, School of Mechanics and Civil Engineering, China University of Mining & Technology, Xuzhou, Jiangsu, 221116, China aguoli@cumt.edu.cn, bluenli2005@163.com, cwangpeng_cumt@foxmail.com, dougeng@cumt.edu.cn, ejysbh@126.com Keywords: Fly ash; Cement; Initial curing condition; Microstructure.
Procedia Engineering, 2009, (1): 742-749

Seismic Response Analysis of Containment with Hemisphere Dome for Advanced Nuclear Power Station Fang Liu1,a 1College of Architecture and Civil Engineering, Taiyuan University of Technology, Taiyuan, Shanxi 030024 China atyliufang2012@163.com Keywords: containment; MIDAS/Gen; spectrum analysis; time history analysis; seismic response Abstract.
According to GB 50267-97 " Code for seismic design of nuclear power plants " and GB50011-2010 " Code for seismic design of buildings " provisions, through the look-up table to determine the nuclear power plant is the first class buildings once fortified improve the seismic fortification intensity 8 degrees; the engineering basic seismic acceleration value of 0.20 g, the characteristic period Tg=0.40s, horizontal seismic influence coefficient αmax=0.16, the containment structure damping ratio ζ = 0.05.
Harbin: Harbin Engineering University , 2007 In Chinese [2] Xia Zhufeng, Wang Mingdan, Huang Xiaolin, et al.